Practical Solution to Wood Truss Assembly Design Problems-Reference-Cited by-同舟云学术

Practical Solution to Wood Truss Assembly Design Problems

Published:2004-02 Issue:1 Volume:9 Page:54-60
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Gupta Rakesh¹,Miller Thomas H.²,Dung Da-Ren³

Affiliation:

1. Associate Professor, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Oregon State Univ., Corvallis, OR 97331.

3. Structural Engineer, Gandhi Engineering, Inc., New York City, NY 10038.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282004%299%3A1%2854%29

Reference29 articles.

1. American Forest and Paper Association (AF&PA). (1991). National design specification for wood construction (NDS) Washington D.C.

2. American Forest and Paper Association (AF&PA). (1997). National design specification for wood construction (NDS) Washington D.C.

3. American National Standards Institute (ANSI). (2000). “National design standard for metal plate connected wood truss construction.” ANSI/TPI 1-1995 Wood Truss Plate Council of America Madison Wis.

4. ASTM. (2001a). “Standard practice for establishing structural grades and related allowable properties for visually graded lumber.” D245-00 West Conshohocken Pa.

5. ASTM. (2001b). “Guide for evaluating system effects in repetitive-member wood assemblies.” D6555-00a West Conshohocken Pa.

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2. Analysis of Metal Plate Connected Wood Truss Assemblies under Out-of-Plane Loads;Structures Congress 2015;2015-04-17

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